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Home My WebLink AboutB14-0033 REV1 plans APPROVED DAtE: 03/04/14 FILE: FERG-52 DRAWN: TMB REVISED:O6/12/14 Q a,_�,Il6„ REVISED: �'I TOF = K TOW = �O'-O" S6 78-O TOF = � �� 70'-O" STEP TOF �j `` � 6�� M p� � TOF = '' 6� TOF = �f I'-6" TOW = � /� 4" F I BER RE I NFORGED � 67'-6" 78'-O" SLAB ON GRADE � � STEP � T.O. SLA�B T �_ TOW _ TOW / _ � � 10'-OX6�� -ra�-o° � �'R � �� 6\ \ / � m I I _� � \/, .,� � � YVATER FRLL � 67�6�� TOW �� d� � / 72-8 / / MTL. GRATE BRIDGE DN I I'-3�X " I = � �J //� � � 4" FIBER REINFORGED m m / _ � SLAB ON GRf�DE � TOW = I I T.O. SL?�B � -ra�-o�� 70'-10" S6 EXISTING RESIDENGE STEP � STEPPED POND I TOW � EL 8173.0' + I TOW = � WATER FEATU � �2�-8" � EGK FR�4M I NG TO BE BY OTHERS GOORDIN�TED IN GONJUNGT � / 4" F I BER RE I NFORGED TOF =� � \►,� W I TH SPf� SELEGTI ON. ,_ � I � SLAB ON.O SLAB \�" 6�-6 � /,�l\ � r- � 74'-10�� b` � �� ISz; TOW = �� 0 N � TOW = '�C �, `� 72'-8�� ?8'-O" � v� � � -�p � � � � � /� � � �� r / EL 81�0.5 + 3-2 � H Qj � � � � cv / ` 6�F6�� 56 � � � 0 � � �� 0 � TOF = G SLOPE O � ,� — 71'-6" / /� � 56 TOW ^ � / / � � � � ,� _ �� / / � � � � �� > m � � \ �� 1••� / STONE BENGH WATER F�LL � / � �56 / / � \ � � � � \ TOW = 4" FIBER REINFORGED / \ � 74�-2�� SLAB ON GR,4DE � T.O. SL,4B � C \ I TOF = �70'-10" � \ � 67'-6�� SEE SHEET 55 FOR OUTDOOR KITGHEN S�p G � � FOUNDATION. TOW S6 \ � I SLOPE TOW � \ � � I I H � � I I 56 � � � � � � I � � � � / � � / �'f.0. SLAB � EXISTING RESIDENGE 66'-9 s/8�� / � � � � V � � � `�J ll � � ��u � � � � �--� � � � � � � � �� (� � � � 11 �- � � � � � � � � � \ � � � � � - � � � �� I/4" = I'-O" NOT�: ELEVATION 100'-O" = U.S.G.S. DATUM ELE�/A�TION= 8200.0' RE: ARGH. FOR SITE YVALL Lf�YOUT. s�er w,r��r:: � INDIG�4TE5 A STEP IN THE FOOTING SUPPORT STONE VENEER ON 4x4x%4 STEEL ,4NGLE STONE LEDGERS. UNLE55 GMU LEDGE NOTED. �� BOLT TO W�LLS WITH �"�x4" EXPANSION BOLTS � 24" O.G. DAtE: 03/04/14 FILE: FERG-54 DRAWN: TMB REVISED:O6/12/14 Q REVISED:06/Iq/14 e �� I �� I �� I � I �� I � I �� P�II framing lumber to be #2 Doug-Fir or better. This structure has been destgned to meet the req.uirements of the 2012 All bx and larger timbers to be #I Doug-Fir or better. International Residenttal Gode with amendments as adopted by the Town of Vail. All Mlcro=lam's to be manufactured by the Boise Gascade Gorp. and conform to ftll omisslons or conflicts between varlous elements of the working drawtngs the allowable stress reqylrements for a �b=2800psf Mlcro=Lam LVL. and/or specificatlons shall be brought to the attention of the Structural Engineer All BGI Jotsts to be manufactured by the Boise Gascade Gorp. before proceedtng wtth any work so tnvolved. The General Gontractor shall verify all dimenslons and conditions at the�ob site and shall be responsible for the All connection hardware to be by the Simpson Gompany. means, methods, techniq.ues, seq.uences and procedures assoclated with this pro)ect. Furthermore, he shall be responsible for coordinatlon of all work and All roof decktng to be 5/8" G-G Ext-APA 32/I6 plywood. Nail with matertals Including those furnished by subcontractors. The Structural Engineer IOd � 6" o.c. at panel edges and � 12" o.c In the field. shall be contacted during the constructlon phase to make the�ob site inspect�ons necessary to confirm that the actual field condttions are consistent with the All floor decking to be 3/4" G-D Int-APA 42/20 TffG plywood. Glue design assumptlons and that the construction is proceeding according to the sheathing to Jolsts wtth PL400 and nail with IOd � b" O.G. at panel edges � plans and specificatlons. and 12" o.c. In the fleld. All exterior walls to be sheathed with �" O.S.B. Nall with 8d � 6" o.c. at panel Live Loads Used In Design: edges and 12" o.c. In the field. Roof 80 psf Floors 40 psf All concrete to atta�n a compressive strength of 3000 ps► tn 28 days. Decks 100 psf Earthquake Selsmic Zone G AII reinforcing bars to be Grade 60. Wind q0 mph, 3 Second Gust All steel beams shall conform to ASTM Aqa2-50 Specificatlons. The foundatlon design for this residence Is based upon the assumed bearing All 5t88I pIQt85 Qf1GI QngIP.S 5I1QII GOfIP01'711 t0 ASTM A3b Sp8G1PIGQtlOf15. capacity of 2000 psf and assumed lateral pressures of 60 and 45 pcf. V A Ilcensed Soils Engineer shall be contacted during excavatlon to All tube steel columns shall conform to ASTM A500 Speclflcations. � inspect the site and confirm that conditlons are consistent with these r-- assumptlons. The General Gontractor should review the Solls Engineer's report �� and follow tts recommendatlons for excavatlon, backfllling, grading and dralnage � � � systems. � �� 0 cv � � � U � '� Dl;�' � r .�� N � � � 0 � � � � � � o � � _ � � � � �� > 6� ❑ IITII I � _ _ � � � � � � � PRO\(IDE (5)3�4" DI ETER � (2)-I �/4 x a Y2 LVL LEDGER x a" Lf�G SGREWS E�GH � WITH (4)-TLOK08 TIMBERLOK GORNER. 3 � �� „ (2)-I /4 x a y2 LVL LEDGER ��11// FASTENERS � I6 O.G. B WITH (4)-TLOKOS TIMBERLOK �4 '� F�45TENERS � 16" O.G � � II I N � • � � � N � �,/ 57 I US .37/ .5 � �,,� � � G E � � EXISTING DE S-� S7 EXISTING DEGK � Il— TO REMAIN BOT. TOP TO REMf�IN �� N I a " I 6 00 I.8 I6' O. N � � � � � o� 8 0 � �. � ��/ , H I I S� 57 � — BOT. TOP IUS .37 Q.5 � � � . . . � � � + WIOx26 � �.� G I �� 5? 57 BOT. TOP � I X I I �� X �� I I �� I � I/4° = I�-O° SNEET tyUNBER NOT�: �� INDIGATES DIREGTION OF IIYB BGI a0 2.0 JOISTS � I6" O.G. TYPIGAL UNLESS NOTED OTHERWISE. ALL EXTERIOR WALL HEADERS ARE 3-2x10 W/ SINGLE 2x6 TRIMMERS. TYPIGAL UNLE55 NOTED OTHERWISE 6" STRUGTUR�L SLAB �� I/4" END PLATE OR 6" MIN. THIGKNE55 #4 � 6" O.� STRUGTURAL ST?�IRS. IS DAtE: 03/04/14 FILE: FERG-57 WIDE FLF�NGE BE,4M STONE VENEER DRAWN: TMB 2-�"� x 6" EXP. BOLTS �" f�.B. � REVISED:O6/12/14 Qj 4' O.G. _� • � 3" I I/2" c� #4 � 6" O.G. 2 #5 GONT. � E�4GH W,4Y TOP � BOT 4x4x%" ANGLE N � EXISTING FOUNDP�TION STONE LEDGER GAP PLATE �" x bf x O'-a" BOLT TO WP�LL YV/ �"cD x 4�� EXP�NSION BOLTS 2-5/8" � A325 4" 4" 5/8" BP�SE PL�TE —i � 24" O.G. 3/16 I=I I I� 2 Y2"I Y2" #4 � I S" O.G. GUT BA�GK EX I STI NG FOOTI NG AT HELIGAL PIER LOG?�TIONS. �—� � �- H554x4x l/4 �L�I� — � � 6�� . ., .` °. ` .' „:" � � DRI LL � EPDXY GROUT 6�� 2�� #5 � I O" O.G. 2" #4 � I6" O.G. INTO EXISTING �" EXP,4NSION FOOTING. EMBED 6". MATERI�L � � �� I � � 4" SLAB #4 � I6" O.G. #5 � 18" O.G. NO SGALE H554x4x1/4 3 #5 GONT. 30 GONGRETE FOOTING . a. A ��' ` �' �:.-' • �� #5 � 10" O.G. NEW HELIG�L PIER �� THREE PLRGES. #4 � I6" O.G. � EXPANSION 21 4 GRA�/EL MATERIAL ° � I I � .I :I°° ° 4 �� #4 � I6" O.G. 4�� SLAB 12 BE�M POGKET a Q a 4" SLAB 4 #5 GONT. Q Q . a . .. �d . ��d .LJ d � a � ' Q • II I� �T� � I�I' O.V. � WI Ox22 �a � ° #4 � 16 O.G. I � a L - ,_ 6 d- T— P Q I � . � FO ND TION �L� Y �TIOI� , • �r . :�` Dl� � . . �. � � `� �4 a WALL 4 GRAVEL � O N � � - 2 #5 GONT. � ��-4�� 4"� PERFOR,4TED � � U O � I I��I 3�4�� NON-SHRINK — � IJ IJ a a GROUT � 4�� I'-6" 8" 2'-8" FIL�TER �BRIG ,�� 2-�"�xb" 2 #5 GONT. 8" 8" 8" TO DAYLIGHT � '� � i N � � �� I � � ^ � 0 a a EPDXY P�NGHORS � � � O � a � � U NO SGA�LE � 'd �� I �� - � - - � �� I � IV� � �� I � IV� � � � � � r NO SGALE NO SG�4LE NO SGALE �'' � �` > � � � �� I � � NO SGALE PAIR 3x3x%"11's WIOx22 � Y�" 4 Y�" 4 Y�" � y�,� � Y�" �Y�" 2 Y�" � Y�" 2_,�,�m x 4° L��s � WIOx26 4-5/8" ch F1554 A.B. H554x4x1/4 m I/4" x 2 I/2" x 2 I/2" � BEARING PLATE - N 1— —( BASE PLATE � � � 2 ROWS 3/4"N �"x5�x0'-6" m � + ,4325 BOLTS '�6 6 N �� '� S�GTION �l '�b I I N I I � 8 x 14 I I %4" WEB STIFFENER I 1�I PL�4TE �" x 5�" x I'-O" �� GOPE FL,4NGE �1��I`� I I PL 3/4 x8x0-8 II i�L�N wiox26 S� wioXz2 w iz x so I I (U-3i4"d� P�LLTHREAD I I o � %" WEB STIFFENER H554x4x1/4 �� H554x4x1/4 4 I/2" 4 I/2" BOTH SIDES 3 x 8 ° 3 I6 W�4LL TOP PL,4TE5 RAFTER 3/4" NON-SHRINK GROUT I I/2" i I I/2" � I/4" x 2 I/2" x 2 I/2" GONGRETE FOOTING BEARING PLATE I 3/4" I/4" � � � � � i �j'_ � x bf x I'-O" a d d I � � � � � �° a a � d � a 4 � a- O � � a � � �� I � � d . �( , � � Q a ' p d d ' 'd � �Ib II I II a a ° 4_�� l�325 NO SGP�LE �TII I H554x4x1/4 �L��TI Q� � � �L��T I ON � — — — �U �� — � � �� I � I � � � �� I � �� I � I � � III II — NO SGP�LE � � �� I � � NO SGRLE ��u NO SGA�LE I/4" PLATE NO SG,4LE �( � � � BOTH S I DES II�ly/ � Y�" 6�, � y�° �4 � � O �--� � - � � � � — SxBPOST � � � 8 x 14 �p I/4" KNIFE PLATE � � WIOx22 - v // � p BE,4M � _ _ _ _ � � rc (l, �l m v � � — — 2_3�4ncD ALLTHRE,4D = _ _ _ - � � m � �� %4" END GAP (6)-3/4"� M.B. � 2- "Q�x6" LAGS = / I I \ / � I \ �� p 3/8" x7" x �f" i x � � � BASE PLATE 4 II I II II ,� � EXISTING PLATES „ „ .II I u al-IG D � HEADER � 2-I/2 � x 4 3" 3" EPDXY ,4NGHORS � � � 8 x 8 GONGRETE WALL POST � � �� I � I � SNEET tyUNBER NO SGP�LE Q �� I � � � � �� I � � NO SGALE NO SG,QLE